package com.css.fxfzysx.modules.vaolEngineering.param.update;
import lombok.Data;

import java.math.BigDecimal;

/**
 * 供水
 */
@Data
public class WaterSupplyParam {
    /**
     * id
     */
    private String id;

    /**
     * 钢筋类型
     */
    private String rebarType;

    /**
     * 截面宽度
     */
    private BigDecimal sectionWidth;

    /**
     * 截面高度
     */
    private BigDecimal sectionHeight;

    /**
     * 混凝土抗裂强度
     */
    private BigDecimal ruptureStrength;

    /**
     * 计算截面的弯矩
     */
    private BigDecimal sectionBendingMoment;

    /**
     * 裂缝截面处钢筋的应变
     */
    private BigDecimal steelStrain;

    /**
     * 受拉钢筋直径
     */
    private BigDecimal diameterOfTensileReinforcement;

    /**
     * 配筋率
     */
    private BigDecimal reinforcementRatio;

    /**
     * 截面形状有关的系数
     */
    private BigDecimal shapeFactor1;

    /**
     * 截面形状有关的系数
     */
    private BigDecimal shapeFactor2;

    /**
     * 钢筋水平处裂缝之间受拉混凝土的平均应变
     */
    private BigDecimal averageStrain;

    /**
     * 钢筋的弹性模量
     */
    private BigDecimal elasticModulus;

    /**
     * 配筋到惯性轴的距离
     */
    private BigDecimal distance;

    /**
     * 破坏状态
     */
    private String disasterRateState;

    /**
     * 破坏状态修正值
     */
    private String disasterRateStateCorrect;

    private BigDecimal result1;

    private BigDecimal result2;

    private BigDecimal result3;

    private BigDecimal result4;

    private BigDecimal result5;

    private BigDecimal result8;

    private BigDecimal result9;
    private BigDecimal result10;

    private BigDecimal result10Correct;
    private String ids;
}
